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Marco Andrea Pisani ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. D'Antino, Tommaso / Bertolli, Veronica / Pisani, Marco Andrea / Poggi, Carlo (2023): Tensile and interlaminar shear behavior of thermoset and thermoplastic GFRP bars exposed to alkaline environment. Dans: Journal of Building Engineering, v. 72 (août 2023).

    https://doi.org/10.1016/j.jobe.2023.106581

  2. Pisani, Marco Andrea / Limongelli, Maria Pina / Giordano, Pier Francesco / Palermo, Mattia (2021): On the Effectiveness of Vibration-Based Monitoring for Integrity Management of Prestressed Structures. Dans: Infrastructures, v. 6, n. 12 (décembre 2021).

    https://doi.org/10.3390/infrastructures6120171

  3. D'Antino, Tommaso / Pisani, Marco Andrea (2023): Tensile and compressive behavior of thermoset and thermoplastic GFRP bars. Dans: Construction and Building Materials, v. 366 (février 2023).

    https://doi.org/10.1016/j.conbuildmat.2022.130104

  4. Pisani, Marco Andrea / Limongelli, Maria Pina / Giordano, Pier Francesco / Palermo, Mattia (2021): Numerical modeling strategy for deteriorated concrete decks in SHM applications. Présenté pendant: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021.

    https://doi.org/10.2749/ghent.2021.1643

  5. Bocciarelli, Massimiliano / Pisani, Marco Andrea (2015): Modified force method for the nonlinear analysis of FRP reinforced concrete beams. Dans: Composite Structures, v. 131 (novembre 2015).

    https://doi.org/10.1016/j.compstruct.2015.05.075

  6. D'Antino, Tommaso / Pisani, Marco Andrea (2020): General Analytical Model for the Bond Capacity of NSM FRP-Concrete Joints. Dans: Journal of Composites for Construction, v. 24, n. 6 (décembre 2020).

    https://doi.org/10.1061/(asce)cc.1943-5614.0001076

  7. Bocciarelli, Massimiliano / Pisani, Marco Andrea (2020): Algebrized approach for the finite element analysis of heterogeneous viscoelastic structures. Dans: Structures, v. 24 (avril 2020).

    https://doi.org/10.1016/j.istruc.2019.12.016

  8. Pisani, Marco Andrea (2017): Methods for Creep Analysis of Thin-Walled Precast Prestressed Concrete Beams. Dans: Journal of Engineering Mechanics (ASCE), v. 143, n. 2 (février 2017).

    https://doi.org/10.1061/(asce)em.1943-7889.0001191

  9. Pisani, Marco Andrea (2016): Theoretical approach to the evaluation of the load-carrying capacity of the tie rod anchor system in a masonry wall. Dans: Engineering Structures, v. 124 (octobre 2016).

    https://doi.org/10.1016/j.engstruct.2016.06.015

  10. Pagani, Roberto / Bocciarelli, Massimiliano / Carvelli, Valter / Pisani, Marco Andrea (2014): Modelling high temperature effects on bridge slabs reinforced with GFRP rebars. Dans: Engineering Structures, v. 81 (décembre 2014).

    https://doi.org/10.1016/j.engstruct.2014.10.012

  11. Pisani, Marco Andrea (2009): Numerical Analysis of Continuous Beams Prestressed with External Tendons. Dans: Journal of Bridge Engineering (ASCE), v. 14, n. 2 (mars 2009).

    https://doi.org/10.1061/(asce)1084-0702(2009)14:2(93)

  12. Pisani, Marco Andrea (2018): Behaviour under long-term loading of externally prestressed concrete beams. Dans: Engineering Structures, v. 160 (avril 2018).

    https://doi.org/10.1016/j.engstruct.2018.01.029

  13. Pisani, Marco Andrea / Nicoli, Emilio (1996): Beams prestressed with unbonded tendons at ultimate. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 23, n. 6 (décembre 1996).

    https://doi.org/10.1139/l96-931

  14. Pisani, Marco Andrea (1999): Instabilità delle pile alte. Présenté pendant: Corsi di Aggiornamento 29.6-3.7.1998 - 28.6-2.7.1999.
  15. Mancini, Giuseppe / Martinez y Cabrera, Francesco / Pisani, Marco Andrea / Recupero, Antonino (1998): Behavior of Nonlinearly Restrained Slender Bridge Piers. Dans: Journal of Bridge Engineering (ASCE), v. 3, n. 3 (août 1998).

    https://doi.org/10.1061/(asce)1084-0702(1998)3:3(126)

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